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HomeMy WebLinkAbout05050171-Truss Info0 BRICK CONSTRUCTION SIDING CONSTRUCTION WALL SECTION TYPICAL WALL SECTIONS TYPICA~ ~ W'LAIM COMCRETE BASEMENT WALL V~ F, EBER CONCRETE CONSTRUCTION, INC. J 317-SB1-885~ TYPICAL 9' PLAIN CONCRETE BASEMENT WALL WEBER CONCRETE CONSTRUCTION. INC. April 16, 2O02 ? c~cr~he ~oo~'~: ~o~u ~ ~, 313~3W03 ~383~ eOI MECcheck COMPLIANCE REPORT 1993 Model Energy Cooe MECcheck So~=wa Version 2.0 iITY: Indianapolis STATE: Indiana HDD: 5635 CONSTRUCTION TYPE: Single Family [RTE: 10-27-2004 DATE OF PLANS: ~0/15 04 TITLE: KEY LARGO COMPANY INFORMATION: RYLAND HOMES - INDIANAPOLIS DIVISION NOTES: BASEMENT PLAN ~ORST 2ASE CALCULATION Permit Checked by/Date COMPLIANCE: PASSES Required UA - 382 Your Home = 365 Area ur insul Sheath Glazing/Door Perlmeler R-\aiue R-Vague U-Value UA CEILINGS ~ ~; i!.0 4.0 72 WALLS: Wood Frame 1~" O.C .... WALLS: Wood Frame. 16" O.C. 28~ -i.0 0.0 20 GLAZING: Wind}ws or Doors 2-, 0.400 102 ~ 0.350 13 DOORS - ~ BSMT: 8.0~ hr/7.0' bg/4,0' insu!. 1{-5 i0.0 89 CRAWL: 48.0" ht/4£.0" bg 40.0" ~nsu~. il-= 15.0 18 HVAC EFFICIENiY: Furnace, 80.0 AFUE HVAC EFFICIENCY: Air Condiuloner, 10.0 SEE~ COMPLIANCE STATEMENT: The proposed bui!elng design represenned in these ~ocumenns ~s conszsnent with the building ~lans, specifications, and onher calculations submitted with the permit app_ication. The proposed building has been designed to meet the requiremenns of the 1993 CABO Model Energy Code. Bu~lder/Designer~ Datel~__ Re: 1714 ryland/1714a MiTek Industries, Inc. 44515 Nodh Outer Fo~y D~ve Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5343 l'he truss drawing(s) referenced below have been prepared bv MiTek Industries, Inc. under my direct supervision based on the parameters provided by Hall & House Lumber Co. inc.. Pages or sheets covered by this seal: [7278018 thru 17278027 My license renewal date for the state of Indiana is July 31,2006. October 6,2004 Liu. Xuegang The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. LOADINGIpsf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1 15 TC 0 09 LUMBER LOAD CASE{S) Stanoaro MEek' LOADING {Dsf SPACING 2-0~0 CSI DEFL ~c I/del LJa PLATES GRIP ~ TCLL 200 Plates increase 1.15 TC 0.10 /er,.tLI n/a nla 999 MIl20 197/144 TCDL 10 0 Lumber increase - 15 BC 0 04 Ve~tITLI -0 O0 13 ~999 360 2004 Mffek' ROOFTRUSS 6 LOADING t pst') SPACING 2-0-0 CSI DEFL ~c /deft L/d PLATES GRIP NOTS . ..~.~. ~-$. ~ LOAD CASE(S) Standard ~ -" ~ '- ~ OetoBor ~ 2004 ii' MEek' LOADING pSQ SPACING 2-0-0 TCLL 20.0 Plates Increase 1 15 TC 0.44 TCDL 100 Lumper increase 115 BC 0.64 BCLL 0.0 Reo Stress lncr NO NB 0 71 BCDL 10.0 Code RC20001ANSI95 IMatn×) LUMBER TOP CHORD 2 X 4 SYP NO.2 I~OT CHORD 2 X 6 SPF NO.2 DEFL oci [Idef L JO PLATES GRIP ve~I[LL -0 13 17-1E >099 490 MILS0 197/144 ve~ TL) .023 17-18 >999 360 REACTIONS b/sze 2='~871 0-3-8 11=t737J0-3-8 Max Ho~ 2=250(load case 6) Max UDiiffS=-352fload case 71, 11=-272[Ioad case B) Max Grev2=2147floao c~se 2). 11 =2007fload case 3 FORCES im. Viaximum Compression/Ma~amum Tension TOP CHORD 1-2=0/41 2-3=-3240/519, 3-4=-2778/527.4-5=-2653/553 5-6=2146/48~ 6-7=-1599/388.7-8~2037/418. 8*9=-23901402. WEBS 3-19=0/214, 3-18---A17/94, 5-18=-159/628, 5-17=-895/285, 6-17=-40511188 6-15=-5281293 7-15=-193/774 8-15=-676/164 10) Sp.~ hanger(s or o.er~.n~ de~(s, s~,be pro~d~ suffi~enttosup~ff~n~ntr~edload(s),54.1,b~ ~d 88,8,b up ¥~ [_~~~~ ~ October 6 2004 Mffek' LOAD CASE(S) Star[oar(~ Un form Loads (p~f) 0 ~Q~~la~d~1714a 7278021 MiTek* ROOF TRUSS Sce~e = 1'27 9 REACTIONS glstzel 5=1741MechamC. al 2=27010-3-8 ,~=107/C~3-8 NOTES 1 ) Wind: ASCE 7-98: 90mDh: h=25ft: TCDL=5.0psf: BCDL=~ 0psf; Category JJ. ExD B: enc~os~dl MWFRS ga~te ena zone cantilever left ana ngm exgose~: ena vemcal left aha ngot expose~; Lumber DOL=1.33 pJate gnp OO[.=1.33 21TCLL: ASCE 7-98t Pf=20.0 [~sf (mol snow): Exp I~; Fully Exp. 3) This truss has t~en designed for 1 gO times fiat roof load of 20~0 DS! on o',emangs ¢~omconcurrent with other IlYe Ioa~s. LOAD CASE(S} Standa~ gm..GANG ~/, ~-J.: ........... October 6 2004 _ 4-3-8 8O0 12 5 NOTES 1) Wind: A$CE 7-98; 90mph; h=25ff; TCDL=5.0psf; BCDL=5.Opsf; Ca[egory It; Exp B; enclosed; MVVFRS gable end zcne: cantilever reft and 2 TCLL; ASCE 7-98; Pf=20,0 psf (rc~f snow); ~xp B; Fu~l) Exp, LOAD CASE(S) Standard MEek' Truss Truss Type ~ T01 ROOF TRUSS .~ ..~ _J.~b Reference 3x8 -- STATE OF ~ :...,..o,~-..~::, ;.~ ,'~"~. ~ October 6~ Truss Type ROOF TRUSS 800 ~2 2X4 2x4 LOAD CASE{S) Standard MiTek* ~r~-- ~Pl~ i ryland/1714a 17278021 ~ I I i Job Referef~ce ~ ZX4 3 5 3x8 FORCES lb)- ~aximumCompres~on/MaximumTens~on TOP CHORD 1-2=-971/97 2-3=-664196. 3~4=-564197.4-5=-951/g4.5-6=0 8 BOT CHORD 1.7=~ 1 g9/797. 5-7=*39/769 NEBS 2-7~351/148.3-7=-25 456 4-7=-323/144 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ff; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp S; enc~ed; MWFRS gable eno zone cant,ever left and right exposed; ced vertical left and dght exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2 TCLL: ASCE 7-98; Pr=20.0 psf (roof snow); Exp S; Fglty F. xp. 3) Unbslanced snow loads have been considered forth s design. 4) This truss has been designed for 1.00 times fiat roof load of 20.0 pof on overhangs non-concurrent With other I~ve ir~aos. 5 Th s truss has been designsd for a 10.0 psf bottom chord Jive load nonconcurrent w~th a~y other live loads per Table No. 16-B. U~C;~4~ 6t Provide mechar~csl connection (by at Pers~ of tr~ss to bearing p ate capab e of ~ hstanding 57 lb uplift at j~nt 1 and 92 b ~131 ff at o n 5 LOAD CASE{S) Standam MEek' 2 3x4 LOADING Iost~ SPACING 2-0-0 TCLL 20.0 Plains increase 1.15 TCDL 10,0 Lumoer increase 1 15 BCLL 00 ReD Stress ~ncr YES BCDL 10.0 Code IRC2000/ANSI95 CSI DEFL r~ icc /deft L~d PLATES GRIP TC 0.52 ven(LL) -0.02 4-5 >999 480 M920 197/144 BC 0 29 ver[ITLl ~0 04 4-5 >999 360 LUMBER TOPCHORD 2X4SYPNo.2 BOTCHORD 2X4 SYP No,2 NEBS 2X4SPF No.3 LOAD CASE{S) Standa~ MiTek' 0 0 0 m o_o'= o_5. ~ ' °-q-----~ 5' 0 TOP CHORD fOP CHORD